Enhanced understanding on permanent deformation behaviour of subgrade compacted clay under long-term cyclic loading-Reference-Cited by-同舟云学术

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Enhanced understanding on permanent deformation behaviour of subgrade compacted clay under long-term cyclic loading

Published:2024-12 Issue: Volume:187 Page:108972
ISSN:0267-7261
Container-title:Soil Dynamics and Earthquake Engineering
language:en
Short-container-title:Soil Dynamics and Earthquake Engineering

Author:

Zhang Junhui,Zhang Anshun,Li Jue^ORCID,Fan Haishan

Publisher

Elsevier BV

Reference34 articles.

1. Field investigation on the settlement of low embankment due to traffic load and its prediction;Fujikawa;Soils Found,1996

2. Undrained dynamic response of naturally high-strength sensitive clay to bidirectional cyclic loadings under the plane strain condition;Liu;Soil Dynam Earthq Eng,2022

3. Dynamic resilient modulus of heavy-haul subgrade silt subjected to freeze-thaw cycles: experimental investigation and evolution analysis;Hao;Soil Dynam Earthq Eng,2023

4. Long-term resilient behaviour of thawed saturated silty clay under repeated cyclic loading: experimental evidence and evolution model;Lin;Road Mater Pavement Des,2019

5. Standard method of test for determining the resilient modulus of soils and aggregate materials (AASHTO T-307)[S],2003

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